RAISING YOUR EXPECTATIONS

STRUCTURAL FRAMING SYSTEMSEXTERNAL WALLINGTECHNICAL MANUALINCORPORATING SECTION PROPERTIES

AND LOAD TABLES TO BOTH BS5950 PART 5 : 1998 AND THE EUROCODES

ABOUT ALBION SECTIONS

From our workshop based in West Bromwich, West Midlands, we produce some 4000 tonnes of cold rolled sections per annum to the building products, structural framing and modular markets together with a range of special sections for the engineering sector.

Investment in state of the art rolling technology enables us to produce a range of sections from 85mm deep to a maximum of 500mm deep.

OUR ASSURANCE

Quality of our manufactured products is important to us.

We are Quality Assured to BS EN ISO 9001: 2008 and have gained CE Marking status to category Execution Class 4 to BS EN 1090-2-2008.

Our membership of the BCSA enables our Technical staff to keep abreast of innovations and updates within the construction industry.

Albion provide full in-house Technical support backed up by Professional Indemnity insurance.

Welcome to Albion Section’sstructural framing system

technical manual

02

PART OF THE SEBDEN GROUP OF COMPANIES Part of the Sebden Group

Structural Framing Systems have become established, in recent years, to provide support to both external claddings and internal linings on institutional, commercial, and industrial buildings.

Our system is designed to provide cladding support either using infill panels, set within the structural frame, or continuous framing, positioned outside the main structural frame.

The framing is supplied in simple components, cut to length, assembled on site and installed using self tapping fixings.

The quick installation of the SFS enables the external cladding to be fixed and provides a dry internal environment for the internal trades to proceed.

We offer a range of stud sections, as detailed on page(s) 12-15, which range from 85mm to 300mm wide with associated tracks to suit.

INTRODUCTION

Introduction .................................................................................... 03

Completed Projects using the Albion Structural Framing System ........... 04-05

Typical applications ................................................................................ 07

Typical connection details .................................................................. 08-09

External Walling, Continuous Non Load Bearing ...................................... 10

Fastener Application Guide .................................................................... 11

Stud Section Properties to BS5950 part 5 : 1998 ...................................... 12

Track Section Properties to BS5950 part 5 : 1998 .................................... 13

Stud Section Properties to BS EN 1993-1-3 : 2006 ................................... 14

Track Section Properties to BS EN 1993-1-3 : 2006 ................................. 15

Load Span Tables to BS 5950 PART 5 : 1998 ...................................... 16-17

Load Span Tables based on properties to BS EN 1993-1-3 : 2006 ....... 18-19

CONTENTS

Some of the projects where Albion’sstructural framing system

has been utilized...

Llandough Hospital.

Two storey high structural framing to Marlborough School.

Cabot Circus, Bristol.

03

The Albion structural framing system is the choice for external cladding support on industrial, commercial, residential and institutional buildings.

Early involvement in the design stage brings our technical advice and expertise to the design team, assisting the team to arrive at economic, practical solutions.

We have a selection of projects from the many developments we have completed to indicate the scope and versatility of the Albion Structural Framing System.

Sandwell College, West Bromwich

A prestigious project (featured on the front cover of this brochure), which provides an attractive, striking and modern appearance to the West Bromwich skyline.

The development will accommodate up to 10,000 full and part time students.

The college sits in a predominant situation in the centre of Sandwell, in the West Midlands and is clearly visible from the adjacent M5 motorway.

Kingswood Health Centre, Bristol

Area of SFS 1100m2.

A new local NHS health centre serving the centre of Kingswood, Bristol. An interesting building with a circular central core.

The main walls, generally with a rendered finish were constructed using 150mm deep SFS as an infill system.

The central core, which had a Bauclad finish was constructed using Albion structural framing set outside the line of the structure supporting the curved line of the finished wall.

The elevations includes approx 5000m2 of Albion SFS framing both to the flat elevations and the circular walls of the rotunda.

Designed by Albion, approximately 70% of the SFS was provided in panellised form, with one side of the panels lined with cementitious board.

Panels were assembled in our own factory and the board fixed prior to despatch.

Considerations were given to the transport and installation of the panels, resulting in a system that enabled easy movement and fixing on site.

The remainder of the area was supplied in component form, phased to suit the site program and delivered in clearly marked bundles and components.

04

Rotherham Civic Centre

Cold rolled framing provided the structural support to the brickwork areas on the elevations.

Designed by Albion and supplied in component form for our client to build into panels prior to delivery to site.

All Saints Academy, Cheltenham.

Area of SFS 2,200 m2. A new school in Cheltenham for the Diocese of Clifton.

Albion structural framing system was used to support differing types of cladding. From the copper clad conical chapel structure projecting from the flat roof, support to the internal inclined wall and support to the classroom windows on the external elevations.

A project that highlights the versatility of the Albion SFS product.

Cabot House, Bristol A multi use development in the centre of Bristol comprising offices and residential blocks.

Approximately 5000m2 of Albion structural framing system supplied to this prestigious project.

05

TYPICAL APPLICATIONS

06

Albion framing systems can be supplied to site cut to length and in phases to suit the construction program. We would recommend that only quality installation sub contractors are employed. If necessary Albion are happy to recommend sub contractors who are familiar with the system.

Once the system is installed and weather tight the lining boards can be fixed on the inside to provide a dry internal environment. Whilst dry trades proceed, external wet trades such as brick or blockwork can proceed independently.

A wide variety of cladding systems can be fixed to, or restrained by, the vertical studs. Presented below are pictorial views of various type of cladding systems, to show the versatility that can be achieved with claddings ranging from brickwork to composite panels, timber and tiling. These illustrations are only typical and the cladding build up will depend on thermal, acoustic and fire protection requirements.

Framing cladding systems have been tried and tested over recent years and performance information is now generally available. Refer to the cladding manufacturer for further information.

SFS studs at (typically) 600mm centres to suit standard plaster board panel sizes

1 or 2 layers of plasterboard internally

Rigid Insulation Board

Cement particle board

External Render

Brrickkwworrk

Brickwork

Restraint ties back to SFS studs

2

1

3

Reenndeer onn BBlockwoork

Blockwork

1

2

3

5

1

2

3

4

5

Leegeendd

TYPICAL APPLICATIONS

07

Innsuulaatedd RRennderr

4

5

3

2

1

Tiimmbeerr Cladddinng

Timber Cladding on Battens

1

2

3

4

TTeerrraccottta Tilees

Terracotta Tiles

Secondary Grid to support tiles (horizontal and vertical)

2

1

4

Raainsscrreeen

Secondary support system for tiles fixed to ‘‘helping hand’’ brackets

2

1

3

3

Rainscreen

3

TYPICAL CONNECTION DETAILS

08

DEETTAIIL 22

DEETTAIL 33 DEETTAIL 44

DEETTAIL 11

Innfifilll WWaall Fraaming

The Albion structural framing system is supplied in component form for site assembly.

The pages we present show typical details of how the system is constructed.

The details are extracted from the Albion SFS booklet which is available to specifiers and installers.

Connections are simple, and formed using the SFS components and self tapping screws.

Stud and track sections are manufactured to exact lengths and delivered, phased if required, in clearly marked bundles.

Albion SFS is a non loadbearing system designed only to resist wind load and support lightweight wall claddings. No vertical loading from the main structure (floors or roofs) can be transmitted or supported by the studs.

To prevent such load transfer, the top track is allowed to deflect (usually 25mm), independent of the stud below, using a deflection head bracket (or slotted cleat in heavier loaded situations.

Deflection head brackets are available to suit 100, 150 and 200mm deep stud sections.

Bottom track detail.

Window head and cill connections to the jamb studs, for the smaller sized window, are formed using short sections of stud section, tek screwed into position.

TYPICAL CONNECTION DETAILS

09

DEETTAIL 55

LINNTEELLS AANDD CIILLS TTOO LAARRGGEER OOPEENINGS

INNTERRMEDDIATTE RRESTRRAINTT TTOO VVEERTTICCAL STUUDS

DEETTAIL 66

09

Larger windows may require the design of composite sections, multiple single members which are site assembled to form larger, stiffer components.

Similar to detail 5 but here the connecting or “cripple” stud is extended to the top track section providing additional stiffness.

For larger windows, more substantial lintel and cills may be required as shown.

Stud and track sections are used to form a rigid box profile which provides stiffness and strength in for both vertical load and wind loading.

The design of the vertical members may dictate that lateral restraint is required at either mid or at third height positions. Restraint is provided in the form of block and bracing, as shown.

Blocks, from stud section, are cut and inserted every third stud bay and at end bay positions. The blocks have a snug fit between the studs and tied together using 38*1.0mm plate screw fixed both sides as shown.

EXTERNAL WALLING, CONTINUOUS, NON LOAD BEARING

10

Albion track section at base

Albion stud sections size and gauge to design.

Centres to suit cladding.

All vertical load supported by structural frame or ground floor slab.

Albion connecting cleat to design. Transmits lateral load only to the structural frame.

Vertical slots allow deflection of structural frame

Albion track section if required

Albion connecting cleat by design

Structural member designed to support vertical load of wall (by others)

max

imum

leng

th o

f se

ctio

n =

15

met

res

Intermediate Floor Detail (height > 15m)

Code Application Embedment Pilot Hole Dia

Length /Material

EJOT JT2-NH3 5.5x19 Fixing cold rolled section to cold rolled section to a total of 3.0mm in thickness where a flat headed fastener is required.

Organically coated carbon steel.

EJOT LS 5.5x25 Fixing cold rolled sections to cold rolled sections to a total of 3.0mm in thickness.Hexagon headed fastener.

Organically coated carbon steel.

EJOT JT2-6 5.5x25 Fixing cold rolled sections to cold rolled sections in a multi layer from 3.0mm to 6.00mm in thickness. Hexagon headed fastener.

Zinc Coated carbon steel.

EJOT JT3-FR6 5.5x25 Fixing cold rolled sections to cold rolled sections in a multi layer from 3.0mm to 6.00mm in thickness. Low profile FR headed fastener.

Bi-met A2 stainless steel with carbon steel with carbon steel drill point.

EJOT HSCF 5.5x38 Fixing cold rolled sections to cold rolled sections in a multi layer from 4.0mm to 12.00mm in thickness.

Organically coated carbon steel.

EJOT HS 5.5x38 Fixing cold rolled sections to heavy steel 4.0mm to 12.0mm in thickness.

Organically coated carbon steel.

EJOT JZ3 6.3x19 Fixing cold rolled sections to heavy steel 13.00mm plus in thickness.

5.7mmA2 stainless steel self tapping.

EJOT SDF-KB 10x60V* Fixing cold rolled sections to cast concrete floor. 50mm 10mm

Nylon Sleeve with zinc plated carbon steel fastener

EJOT 4 H 32* Fixing cold rolled section to pre-stressed concrete beam. 25mm 5.0mm

Zinc plated carbon steel self-tapping

EJOT TBF 4.8x45 Fixing cement particle board, plywood or timber, max 25mm to cold rolled channels 0.9mm to 3.0mm in thickness.

Organically coated carbon steel.

EJOT TBF 4.8x66 Fixing cement particle board, plywood or timber, max 50.0mm to cold rolled channels 0.9mm to 3.0mm in thickness.

Organically coated carbon steel.

FASTENER APPLICATION GUIDE

11

Issue V0.2 181207

* When fixing into concrete a performance figure may be obtained from On-Site Pullout tests.

P2 Drive

8mm Hex Drive

8mm Hex Drive

Torx T25 Drive

P3 Drive

3/8 Hex Drive

8mm Hex Drive

13mm Hex Drive

8mm Hex Drive

P2 Drive

P2 Drive

EJOT U.K. LTDTel: 01977 68 70 40 Fax: 01977 68 70 41 www.ejot.co.uk

AS855515 2.39 85 55 10 1.5 3.13 39.10 9.20 8.59 12.61 3.52 3.53 2.01 1.92 448.16 0.80 0.25

AS8555820 3.22 85 58 10 2.0 4.26 53.07 12.49 12.31 18.59 4.95 3.53 2.09 2.05 450.00 0.93 0.12

AS1005712 2.15 100 57 12 1.2 2.80 47.58 9.52 8.05 12.52 3.33 4.12 2.12 1.94 419.26 0.62 0.48

AS1005713 2.32 100 57 12 1.3 3.03 51.35 10.27 9.00 13.49 3.59 4.12 2.11 1.94 426.21 0.66 0.45

AS1005715 2.66 100 57 12 1.5 3.48 58.79 11.76 10.89 15.38 4.09 4.11 2.10 1.94 437.32 0.74 0.38

AS1006020 3.58 100 60 12 2.0 4.72 79.77 15.95 15.66 22.58 5.74 4.11 2.19 2.07 450.00 0.88 0.22

AS1007230 5.93 100 72 16 3.0 7.92 135.19 27.04 26.98 55.19 12.30 4.13 2.64 2.71 450.00 0.98 0.04

AS1506012 2.74 150 60 15 1.2 3.54 126.73 16.90 14.38 17.43 4.15 5.98 2.22 1.80 374.10 0.51 0.77

AS1506013 2.96 150 60 15 1.3 3.83 136.89 18.25 16.01 18.78 4.48 5.98 2.21 1.81 384.52 0.54 0.76

AS1506115 3.41 150 61 15 1.5 4.44 158.68 21.16 19.39 22.31 5.24 5.98 2.24 1.84 401.19 0.61 0.72

AS1506320 4.55 150 63 15 2.0 5.96 212.88 28.38 27.69 31.33 7.16 5.98 2.29 1.92 428.29 0.74 0.57

AS1506730 6.84 150 67 15 3.0 9.06 323.10 43.08 43.03 51.95 11.24 5.97 2.39 2.08 450.00 0.89 0.26

AS1756513 3.31 175 65 15 1.3 4.29 205.45 23.48 20.24 23.89 5.14 6.92 2.36 1.85 363.67 0.49 0.91

AS1756515 3.80 175 65 15 1.5 4.94 235.83 26.95 24.40 27.29 5.87 6.91 2.35 1.85 383.13 0.55 0.87

AS1756520 5.01 175 65 15 2.0 6.54 310.34 35.47 34.54 35.48 7.63 6.89 2.33 1.85 414.74 0.68 0.72

AS2007512 3.49 200 75 15 1.2 4.50 283.01 28.30 22.65 32.65 6.02 7.93 2.69 2.08 328.93 0.40 1.11

AS2007614 4.08 200 76 15 1.4 5.27 331.43 33.14 27.72 38.99 7.11 7.93 2.72 2.12 354.74 0.46 1.08

AS2007615 4.36 200 76 15 1.5 5.64 354.29 35.43 30.35 41.59 7.58 7.93 2.72 2.12 365.06 0.49 1.05

AS2007620 5.75 200 76 15 2.0 7.48 466.98 46.70 43.89 54.24 9.90 7.90 2.69 2.12 401.19 0.62 0.91

AS2257615 4.65 225 76 15 1.5 6.01 465.53 41.38 36.07 43.06 7.67 8.80 2.68 1.99 347.00 0.46 1.17

AS2257618 5.55 225 76 15 1.8 7.20 555.05 49.34 45.45 50.99 9.09 8.78 2.66 1.99 374.10 0.53 1.08

AS2257620 6.14 225 76 15 2.0 7.98 614.08 54.58 51.70 56.15 10.01 8.77 2.65 1.99 387.64 0.58 1.02

AS2507215 4.85 250 72 15 1.5 6.27 577.05 46.16 41.83 38.81 7.12 9.59 2.49 1.74 328.93 0.44 1.23

AS2507218 5.79 250 72 15 1.8 7.50 688.19 55.06 52.15 45.94 8.42 9.58 2.47 1.75 359.04 0.51 1.15

AS2507220 6.41 250 72 15 2.0 8.32 761.50 60.92 58.90 50.57 9.28 9.57 2.47 1.75 374.10 0.55 1.09

AS2757518 6.23 275 75 15 1.8 8.06 882.87 64.21 60.56 52.13 9.06 10.47 2.54 1.75 343.99 0.48 1.26

AS2757520 6.89 275 75 15 2.0 8.94 977.18 71.07 68.44 57.41 9.98 10.45 2.53 1.75 360.55 0.52 1.20

AS3007618 6.61 300 76 15 1.8 8.55 1094.10 72.94 69.09 55.10 9.32 11.31 2.54 1.69 328.93 0.46 1.34

AS3007620 7.32 300 76 15 2.0 9.48 1211.23 80.75 77.94 60.68 10.27 11.30 2.53 1.69 347.00 0.49 1.29

SECTIONREF.

ALBION STUD SECTION PROPERTIES

Weightkg/m

Depth mm

Flange mm

Lip mm

Thickness mm

Areacm2

Ixxcm4

Zxxcm3

Zxxccm3

Iyycm4

Zyycm3

Rxxcm

Ryycm

−Ycm

PoN/mm2 Q es

cm

STUD SECTION PROPERTIES TO BS5950 PART 5 : 1998

Albion stud and track sections are designed to be used in combination to form an infill wall support system, set inside the main structural frame or a continuous wall support system set outside the main structural frame

All sections are manufactured from pre-hot dipped galvanised steel strip S450, having a yield strength of 450N/mm2 and a Z275 galvanized coating.

Stud sections are primarily used as vertical members resisting lateral forces, track sections as top and bottom runners. Stud and tracks are used singly or in compounded members to provide support framing around openings.

Section properties listed on these pages have been calculated in accordance with BS 5950: Part 5: 1998. The value es denotes the shift in neutral axis due to axial load. A positive value indicates a shift away from the web.

030312

AT893815 1.87 89 38 1.5 2.43 29.77 6.69 5.25 3.39 1.18 3.50 1.18 0.93 445.27 0.55 -0.38

AT893920 2.50 89 39 2.0 3.26 39.74 8.93 7.79 4.76 1.63 3.49 1.21 0.99 450.00 0.72 -0.28

AT1045012 1.88 104 50 1.2 2.42 42.19 8.11 5.35 6.10 1.64 4.18 1.59 1.27 415.65 0.39 -0.72

AT1047012 2.25 104 70 1.2 2.90 54.87 10.55 5.95 15.22 3.08 4.35 2.29 2.05 415.65 0.36 -1.34

AT1045013 2.03 104 50 1.3 2.62 45.57 8.76 5.91 6.59 1.77 4.17 1.59 1.27 422.87 0.42 -0.69

AT1045115 2.36 104 51 1.5 3.04 53.06 10.20 7.12 7.98 2.11 4.17 1.62 1.32 434.43 0.47 -0.67

AT1047020 3.71 104 70 2.0 4.80 89.48 17.21 11.41 24.92 5.07 4.32 2.28 2.08 450.00 0.55 -1.13

AT1544012 2.16 154 40 1.2 2.78 90.87 11.80 9.08 3.65 1.12 5.72 1.15 0.73 370.48 0.32 -0.33

AT1545712 2.48 154 57 1.2 3.19 114.69 14.89 10.04 9.78 2.20 6.00 1.75 1.26 370.48 0.29 -0.74

AT1547012 2.72 154 70 1.2 3.50 132.90 17.26 10.68 17.20 3.25 6.16 2.22 1.71 370.48 0.29 -1.08

AT1545713 2.68 154 57 1.3 3.45 123.98 16.10 11.03 10.57 2.38 5.99 1.75 1.26 381.18 0.31 -0.72

AT1545715 3.09 154 57 1.5 3.97 142.45 18.50 13.08 12.14 2.74 5.99 1.75 1.27 398.30 0.35 -0.68

AT1545820 4.11 154 58 2.0 5.32 190.23 24.71 18.75 16.77 3.74 5.98 1.78 1.32 426.12 0.45 -0.61

AT1547420 4.62 154 74 2.0 5.88 222.58 28.91 19.95 30.44 5.65 6.15 2.28 1.81 426.12 0.43 -0.95

AT1796613 3.12 179 66 1.3 4.01 194.92 21.78 14.51 16.50 3.20 6.97 2.03 1.45 360.34 0.28 -0.87

AT1796715 3.61 179 67 1.5 4.65 226.45 25.30 17.22 19.76 3.79 6.98 2.06 1.49 380.24 0.31 -0.86

AT1796720 4.79 179 67 2.0 6.18 299.20 33.43 24.36 26.06 5.02 6.96 2.05 1.51 412.57 0.39 -0.76

AT2046212 3.04 204 62 1.2 3.91 234.92 23.03 15.97 13.28 2.67 7.75 1.84 1.22 325.32 0.24 -0.72

AT2046314 3.57 204 63 1.4 4.58 276.03 27.06 19.12 16.13 3.20 7.76 1.88 1.26 351.64 0.27 -0.71

AT2046315 3.82 204 63 1.5 4.91 295.25 28.95 20.70 17.24 3.42 7.76 1.87 1.26 362.17 0.29 -0.69

AT2046320 5.06 204 63 2.0 6.52 390.37 38.27 29.11 22.73 4.53 7.74 1.87 1.28 399.03 0.36 -0.61

AT2297315 4.34 229 73 1.5 5.58 427.64 37.35 25.87 26.73 4.59 8.75 2.19 1.48 344.11 0.26 -0.87

AT2297518 5.25 229 75 1.8 6.76 520.18 45.43 32.18 34.38 5.78 8.77 2.26 1.55 371.69 0.30 -0.87

AT2297520 5.82 229 75 2.0 7.50 576.28 50.33 36.43 38.05 6.41 8.77 2.25 1.56 385.48 0.32 -0.84

AT2547515 4.69 254 75 1.5 6.01 556.28 43.80 30.72 29.57 4.89 9.62 2.22 1.45 326.04 0.25 -0.84

AT2547518 5.61 254 75 1.8 7.21 664.80 52.35 37.81 35.28 5.84 9.60 2.21 1.46 356.63 0.28 -0.79

AT2547520 6.22 254 75 2.0 8.00 736.66 58.00 42.73 39.05 6.48 9.60 2.21 1.47 371.93 0.31 -0.76

AT2806918 5.80 280 69 1.8 7.46 797.33 56.95 43.11 28.57 5.02 10.34 1.96 1.21 340.98 0.28 -0.58

AT2806920 6.44 280 69 2.0 8.28 883.62 63.12 48.66 31.61 5.56 10.33 1.95 1.22 357.84 0.30 -0.54

AT3067118 6.23 306 71 1.8 8.00 1006.08 65.76 50.09 31.57 5.35 11.21 1.99 1.20 325.32 0.26 -0.56

AT3067220 6.94 306 72 2.0 8.92 1124.40 73.49 56.65 36.35 6.09 11.23 2.02 1.23 343.75 0.28 -0.55

SECTIONREF.

ALBION TRACK SECTION PROPERTIES

Weightkg/m

Depth mm

Flange mm

Thickness mm

Areacm2

Ixxcm4

Zxxcm3

Zxxccm3

Iyycm4

Zyycm3

Rxxcm

Ryycm

−Ymm

PoN/mm2 Q es

cm

TRACK SECTION PROPERTIES TO BS5950 PART 5 : 1998

Albion stud and track sections are designed to be used in combination to form an infill wall support system, set inside the main structural frame or a continuous wall support system set outside the main structural frame

All sections are manufactured from pre-hot dipped galvanised steel strip S450, having a yield strength of 450N/mm2 and a Z275 galvanized coating.

Stud sections are primarily used as vertical members resisting lateral forces, track sections as top and bottom runners. Stud and tracks are used singly or in compounded members to provide support framing around openings.

Section properties listed on these pages have been calculated in accordance with BS 5950: Part 5: 1998. The value es denotes the shift in neutral axis due to axial load. A positive value indicates a shift away from the web.

13

STUD SECTION PROPERTIES TO BS EN 1993-1-3 : 2006

14

AS855515 2.39 85 55 10 1.5 3.13 39.101 9.200 12.609 3.520 1.92 7.162 181.064 0.024 2.49 89.14 -0.31

AS855820 3.22 85 58 10 2.0 4.26 53.068 12.487 18.587 4.951 2.05 10.638 261.912 0.057 2.58 145.83 -0.29

AS1005712 2.15 100 57 12 1.2 2.80 47.582 9.516 12.522 3.331 1.94 6.517 255.620 0.013 2.63 63.45 -0.20

AS1005713 2.32 100 57 12 1.3 3.03 51.349 10.270 13.486 3.587 1.94 7.557 274.465 0.017 2.61 73.19 -0.19

AS1005715 2.66 100 57 12 1.5 3.48 58.793 11.759 15.378 4.091 1.94 9.296 311.082 0.026 2.59 94.53 -0.16

AS1006020 3.58 100 60 12 2.0 4.72 79.768 15.954 22.579 5.740 2.07 13.773 449.116 0.063 2.68 154.93 -0.16

AS1007230 5.93 100 72 16 3.0 7.92 135.187 27.037 55.191 12.296 2.71 24.979 1185.358 0.238 3.35 314.51 -0.22

AS1506012 2.74 150 60 15 1.2 3.54 126.730 16.897 17.430 4.155 1.80 10.338 781.802 0.017 2.63 66.39 0.10

AS1506013 2.96 150 60 15 1.3 3.83 136.889 18.252 18.782 4.477 1.81 11.987 840.762 0.022 2.62 76.71 0.09

AS1506115 3.41 150 61 15 1.5 4.44 158.680 21.157 22.311 5.242 1.84 15.515 993.903 0.033 2.64 99.47 0.09

AS1506320 4.55 150 63 15 2.0 5.96 212.882 28.384 31.332 7.156 1.92 24.656 1379.582 0.079 2.68 165.54 0.12

AS1506730 6.84 150 67 15 3.0 9.06 323.101 43.080 51.951 11.241 2.08 39.733 2235.026 0.272 2.76 311.61 0.03

AS1756513 3.31 175 65 15 1.3 4.29 205.453 23.480 23.888 5.137 1.85 13.899 1418.516 0.024 2.74 76.38 0.11

AS1756515 3.80 175 65 15 1.5 4.93 235.826 26.952 27.288 5.869 1.85 17.923 1615.044 0.037 2.71 98.88 0.11

AS1756520 5.01 175 65 15 2.0 6.54 310.341 35.468 35.477 7.635 1.85 29.698 2082.356 0.087 2.66 164.42 0.16

AS2007512 3.49 200 75 15 1.2 4.50 283.010 28.301 32.645 6.021 2.08 13.857 2482.660 0.022 3.11 65.52 0.05

AS2007614 4.08 200 76 15 1.4 5.27 331.425 33.143 38.991 7.109 2.12 18.219 2954.589 0.034 3.13 87.00 0.03

AS2007615 4.36 200 76 15 1.5 5.64 354.285 35.429 41.593 7.584 2.12 20.574 3147.250 0.042 3.12 98.69 0.02

AS2007620 5.75 200 76 15 2.0 7.48 466.983 46.698 54.244 9.895 2.12 33.686 4075.459 0.100 3.06 163.94 0.02

AS2257615 4.65 225 76 15 1.5 6.01 465.535 41.381 43.058 7.673 1.99 23.210 4095.814 0.045 3.01 98.48 0.12

AS2257618 5.55 225 76 15 1.8 7.20 555.053 49.338 50.989 9.090 1.99 31.874 4832.447 0.078 2.97 136.47 0.12

AS2257620 6.14 225 76 15 2.0 7.98 614.075 54.584 56.155 10.013 1.99 37.956 5308.915 0.106 2.95 163.69 0.11

AS2507215 4.85 250 72 15 1.5 6.27 577.055 46.164 38.815 7.115 1.74 25.792 4564.911 0.047 2.72 98.23 0.26

AS2507218 5.79 250 72 15 1.8 7.50 688.194 55.056 45.935 8.424 1.75 35.225 5385.090 0.081 2.69 135.57 0.25

AS2507220 6.41 250 72 15 2.0 8.32 761.504 60.920 50.567 9.277 1.75 41.897 5915.428 0.111 2.67 162.56 0.25

AS2757518 6.23 275 75 15 1.8 8.06 882.867 64.209 52.134 9.063 1.75 38.988 7373.700 0.087 2.73 135.68 0.29

AS2757520 6.89 275 75 15 2.0 8.94 977.183 71.068 57.409 9.983 1.75 46.413 8104.376 0.119 2.71 162.89 0.28

AS3007618 6.61 300 76 15 1.8 8.55 1094.099 72.940 55.099 9.323 1.69 42.652 9281.682 0.092 2.69 135.50 0.34

AS3007620 7.32 300 76 15 2.0 9.48 1211.229 80.749 60.678 10.271 1.69 50.787 10204.461 0.126 2.66 162.78 0.33

SECTIONREF.

ALBION STUD SECTION PROPERTIES TO BS EN 1993 PART 3:2006

Masskg/m

Depth mm

Flange mm

Lip mm

Thickness mm

Agcm2

Iygcm4

Wygcm3

Izgcm4

Wzgcm3

Ygccm

Weff,y,ccm3

Iwcm6

Itcm4

Ysccm

Nc,RdkN

eNycm

Ygc

Z

Z

yy

Ysc

SHEARCENTRE

Albion stud and track sections are designed to be used in combination to form an infill wall support system, set inside the main structural frame or a continuous wall support system set outside the main structural frame. All sections are manufactured from pre-hot dipped galvanised steel strip S450, having a yield strength of 450N/mm2 and a Z275 galvanized coating.

Stud sections are primarily used as vertical members resisting lateral forces, track sections as top and bottom runners. Stud and tracks are used singly or in compounded members to provide support framing around openings. Section properties listed on these pages have been calculated in accordance with BS EN 1993-1-3:2006.The value eNy denotes the shift in neutral axis due to axial load. A positive value indicates a shift away from the web. Additional sectional properties may be required to complete design, contact Albion Technical for assistance.

TRACK SECTION PROPERTIES TO BS EN 1993-1-3 : 2006

15

AT893815 1.87 89 38 1.5 2.43 29.770 6.689 3.388 1.181 0.93 4.671 45.609 0.018 1.26

AT893920 2.50 89 39 2.0 3.26 39.740 8.931 4.764 1.635 0.99 6.970 63.288 0.043 1.28

AT1045012 1.88 104 50 1.2 2.42 42.190 8.113 6.101 1.636 1.27 4.200 112.911 0.012 1.77

AT1047012 2.25 104 70 1.2 2.90 54.870 10.552 15.220 3.077 2.05 4.282 281.527 0.014 2.72

AT1045013 2.03 104 50 1.3 2.62 45.570 8.763 6.590 1.769 1.27 4.872 121.713 0.015 1.77

AT1045115 2.36 104 51 1.5 3.04 53.060 10.204 7.980 2.110 1.32 6.234 146.734 0.023 1.80

AT1047020 3.71 104 70 2.0 4.80 89.480 17.208 24.919 5.069 2.08 9.777 453.721 0.064 2.67

AT1544012 2.16 154 40 1.2 2.78 90.870 11.801 3.647 1.115 0.73 6.325 155.498 0.013 1.14

AT1545712 2.48 154 57 1.2 3.19 114.690 14.894 9.783 2.202 1.26 6.506 404.889 0.015 1.88

AT1547012 2.72 154 70 1.2 3.50 132.900 17.259 17.196 3.252 1.71 6.590 704.457 0.017 2.48

AT1545713 2.68 154 57 1.3 3.45 123.980 16.101 10.571 2.382 1.26 7.536 436.926 0.019 1.88

AT1545715 3.09 154 57 1.5 3.98 142.450 18.500 12.135 2.739 1.27 9.801 500.231 0.030 1.86

AT1545820 4.11 154 58 2.0 5.32 190.230 24.705 16.766 3.744 1.32 16.713 685.689 0.071 1.87

AT1547420 4.62 154 74 2.0 5.96 227.200 29.506 32.820 5.955 1.89 17.043 1327.866 0.079 2.61

AT1796613 3.12 179 66 1.3 4.01 194.920 21.779 16.503 3.204 1.45 8.977 923.969 0.023 2.18

AT1796715 3.61 179 67 1.5 4.65 226.450 25.302 19.761 3.794 1.49 11.689 1102.834 0.035 2.21

AT1796720 4.79 179 67 2.0 6.18 299.200 33.430 26.063 5.022 1.51 19.863 1446.144 0.082 2.18

AT2046212 3.04 204 62 1.2 3.91 234.920 23.032 13.283 2.666 1.22 8.909 983.009 0.019 1.92

AT2046314 3.57 204 63 1.4 4.58 276.030 27.062 16.127 3.197 1.26 11.832 1189.490 0.030 1.95

AT2046315 3.82 204 63 1.5 4.91 295.250 28.946 17.240 3.421 1.26 13.426 1270.264 0.037 1.94

AT2046320 5.06 204 63 2.0 6.52 390.370 38.271 22.725 4.526 1.28 22.739 1665.968 0.087 1.91

AT2297315 4.34 229 73 1.5 5.58 427.640 37.348 26.734 4.592 1.48 15.404 2479.663 0.042 2.29

AT2297518 5.25 229 75 1.8 6.76 520.180 45.431 34.379 5.781 1.55 21.564 3173.355 0.073 2.36

AT2297520 5.82 229 75 2.0 7.50 576.280 50.330 38.052 6.406 1.56 26.165 3506.064 0.100 2.35

AT2547515 4.69 254 75 1.5 6.01 556.280 43.801 29.572 4.888 1.45 17.292 3401.331 0.045 2.29

AT2547518 5.61 254 75 1.8 7.21 664.800 52.347 35.283 5.843 1.46 24.152 4048.397 0.078 2.27

AT2547520 6.22 254 75 2.0 8.00 736.660 58.004 39.053 6.475 1.47 29.289 4473.757 0.107 2.26

AT2806918 5.80 280 69 1.8 7.46 797.330 56.952 28.570 5.020 1.21 26.692 4060.972 0.081 1.94

AT2806920 6.44 280 69 2.0 8.28 883.620 63.116 31.614 5.563 1.22 32.344 4486.984 0.110 1.92

AT3067118 6.23 306 71 1.8 8.00 1006.080 65.757 31.571 5.347 1.2 29.491 5400.952 0.086 1.94

AT3067220 6.94 306 72 2.0 8.92 1124.400 73.490 36.346 6.088 1.23 35.776 6199.994 0.119 1.97

SECTIONREF.

ALBION TRACK SECTION PROPERTIES TO BS EN 1993 PART 3:2006

Masskg/m

Depth mm

Flange mm

Thickness mm

Agcm2

Iygcm4

Wygcm3

Izgcm4

Wzgcm3

Ygccm

Weff,y,ccm3

Iwcm6

Itcm4

Ysccm

y y

Z

Ygc

Z

DEPTH

FLANGE

Ysc

SHEARCENTRE

THICKNESS

Albion stud and track sections are designed to be used in combination to form an infill wall support system, set inside the main structural frame or a continuous wall support system set outside the main structural frame

All sections are manufactured from pre-hot dipped galvanised steel strip S450, having a yield strength of 450N/mm2 and a Z275 galvanized coating.

Stud sections are primarily used as vertical members resisting lateral forces, track sections as top and bottom runners. Stud and tracks are used singly or in compounded members to provide support framing around openings.

Section properties listed on these pages have been calculated in accordance with BS EN 1993-1-3:2006.

LOAD SPAN TABLES IN ACCORDANCE WITH BS 5950 PART 5 : 1998

16

Load tables are based on the design procedures in BS5950Part 5:1998

Working loads are noted in kN/m2 for the span, centres of 400, 500,600 and 1000mm and deflection limitations of span / 200,250,300 and 360. They apply to both pressure and suction forces.

Working loads, noted in kN/m2, apply to lateral wind forces only. A load factor of 1.4 on ultimate capacity has been adopted.

No axial load is included i.e. all sections are non load bearing except for the self weight of lightweight claddings.

All studs are assumed adequately restrained at head and base and are fully restrained by claddings on both flanges.

AS855515 2.39 3.00 3.00 3.00 2.74 3.00 3.00 2.63 2.19 3.00 2.63 2.19 1.82 1.97 1.58 1.31 1.09

AS855820 3.22 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.97 3.00 3.00 2.97 2.48 2.67 2.14 1.78 1.49

AS1005712 2.15 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.66 3.00 3.00 2.66 2.22 2.40 1.92 1.60 1.33

AS1005713 2.32 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.87 3.00 3.00 2.87 2.40 2.59 2.07 1.72 1.44

AS1005715 2.66 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.74 2.96 2.37 1.97 1.65

AS1506012 2.74 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS1506013 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS1506115 3.41 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS855515 2.39 2.85 2.28 1.90 1.58 2.28 1.82 1.52 1.27 1.90 1.52 1.27 1.06 1.14 0.91 0.76 0.63

AS855820 3.22 3.00 3.00 2.58 2.15 3.00 2.48 2.06 1.72 2.58 2.06 1.72 1.43 1.55 1.24 1.03 0.86

AS1005712 2.15 3.00 2.77 2.31 1.93 2.77 2.22 1.85 1.54 2.31 1.85 1.54 1.28 1.39 1.11 0.92 0.77

AS1005713 2.32 3.00 2.99 2.50 2.08 2.99 2.40 2.00 1.66 2.50 2.00 1.66 1.39 1.50 1.20 1.00 0.83

AS1005715 2.66 3.00 3.00 2.86 2.38 3.00 2.74 2.29 1.90 2.86 2.29 1.90 1.59 1.71 1.37 1.14 0.95

AS1506012 2.74 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.95 2.46 2.05

AS1506013 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.66 2.22

AS1756513 3.31 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS1005712 2.15 2.18 1.75 1.46 1.21 1.75 1.40 1.16 0.97 1.46 1.16 0.97 0.81 0.87 0.70 0.58 0.49

AS1005713 2.32 2.36 1.89 1.57 1.31 1.89 1.51 1.26 1.05 1.57 1.26 1.05 0.87 0.94 0.75 0.63 0.52

AS1005715 2.66 2.70 2.16 1.80 1.50 2.16 1.73 1.44 1.20 1.80 1.44 1.20 1.00 1.08 0.86 0.72 0.60

AS1506012 2.74 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.59 3.00 3.00 2.59 2.15 2.29 1.86 1.55 1.29

AS1506013 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.79 3.00 3.00 2.79 2.33 2.51 2.01 1.68 1.40

AS1506115 3.41 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.70 2.91 2.33 1.94 1.62

AS1506320 4.55 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.61 2.17

AS1756513 3.31 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.51 2.10

AS1756515 3.80 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.89 2.41

SECTIONREF. kg/m

UNFACTORED WIND LOADS kN/m2

STUD CENTRES

400 500 600 1000

LIMITING DEFLECTION SPAN

200 250 300 360 200 250 300 360 200 250 300 360 200 250 300 360

Stud fully restrained by robust cladding screw fixed both sides

2.52.522 522 522.522.522.53.00 66 3.00

3.00 87 3.00

3.00 00 3.00

3.00 .00 3.00 3.00

3.03.033 033 033.033.033.02.22 54 2.3

2.40 1.66 2.50

.74 1.90 2.86

3.00 .00 .00 3.00

3.53.533 533 533 533.533.53.00 59 3.00

.00 .79 3.00

0 3.00 00 3.00 3.00

3.00 00 3.00 3.00

LOAD TABLES

17

SECTIONREF. kg/m

UNFACTORED WIND LOADS kN/m2

STUD CENTRES

400 500 600 1000

LIMITING DEFLECTION SPAN

200 250 300 360 200 250 300 360 200 250 300 360 200 250 300 360

AS1005712 2.15 1.46 1.17 0.98 0.81 1.17 0.94 0.78 0.65 0.98 0.78 0.65 0.54 0.59 0.47 0.39 0.33

AS1005713 2.32 1.58 1.26 1.05 0.88 1.26 1.01 0.84 0.70 1.05 0.84 0.70 0.58 0.63 0.51 0.42 0.35

AS1005715 2.66 1.81 1.45 1.21 1.00 1.45 1.16 0.96 0.80 1.21 0.96 0.80 0.67 0.72 0.58 0.48 0.40

AS1506012 2.74 3.00 3.00 2.60 2.16 3.00 2.49 2.08 1.73 2.60 2.08 1.73 1.44 1.56 1.25 1.04 0.87

AS1506013 2.96 3.00 3.00 2.81 2.34 3.00 2.69 2.24 1.87 2.81 2.24 1.87 1.56 1.68 1.35 1.12 0.94

AS1506115 3.41 3.00 3.00 3.00 2.71 3.00 3.00 2.60 2.17 3.00 2.60 2.17 1.81 1.95 1.56 1.30 1.08

AS1756513 3.31 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.81 3.00 3.00 2.81 2.34 2.48 2.02 1.68 1.40

AS1756515 3.80 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.69 2.90 2.32 1.93 1.61

AS2007512 3.49 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.66 2.55 2.19 1.89

AS1506012 2.74 2.74 2.19 1.82 1.52 2.19 1.75 1.46 1.22 1.82 1.46 1.22 1.01 1.09 0.88 0.73 0.61

AS1506013 2.96 2.96 2.37 1.97 1.64 2.37 1.89 1.58 1.31 1.97 1.58 1.31 1.09 1.18 0.95 0.79 0.66

AS1506115 3.41 3.00 2.74 2.28 1.90 2.74 2.19 1.83 1.52 2.28 1.83 1.52 1.27 1.37 1.10 0.91 0.76

AS1506320 4.55 3.00 3.00 3.00 2.55 3.00 2.94 2.45 2.04 3.00 2.45 2.04 1.70 1.84 1.47 1.23 1.02

AS1756513 3.31 3.00 3.00 2.96 2.47 3.00 2.84 2.37 1.97 2.96 2.37 1.97 1.64 1.77 1.42 1.18 0.99

AS1756515 3.80 3.00 3.00 3.00 2.83 3.00 3.00 2.72 2.26 3.00 2.72 2.26 1.89 2.04 1.63 1.36 1.13

AS2007512 3.49 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.72 3.00 3.00 2.63 2.26 2.10 1.83 1.58 1.36

AS2007614 4.08 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.65 2.71 2.26 1.91 1.59

AS1506012 2.74 2.00 1.60 1.33 1.11 1.60 1.28 1.06 0.89 1.33 1.06 0.89 0.74 0.80 0.64 0.53 0.44

AS1506013 2.96 2.16 1.72 1.44 1.20 1.72 1.38 1.15 0.96 1.44 1.15 0.96 0.80 0.86 0.69 0.57 0.48

AS1506115 3.41 2.50 2.00 1.67 1.39 2.00 1.60 1.33 1.11 1.67 1.33 1.11 0.93 1.00 0.80 0.67 0.56

AS1506320 4.55 3.00 2.68 2.23 1.86 2.68 2.15 1.79 1.49 2.23 1.79 1.49 1.24 1.34 1.07 0.89 0.74

AS1756513 3.31 3.00 2.59 2.16 1.80 2.59 2.07 1.73 1.44 2.16 1.73 1.44 1.20 1.29 1.04 0.86 0.72

AS1756515 3.80 3.00 2.97 2.48 2.06 2.97 2.38 1.98 1.65 2.48 1.98 1.65 1.38 1.49 1.19 0.99 0.83

AS2007512 3.49 3.00 3.00 2.93 2.48 3.00 2.72 2.35 1.98 2.72 2.26 1.96 1.65 1.63 1.36 1.17 0.99

AS2007614 4.08 3.00 3.00 3.00 2.90 3.00 3.00 2.78 2.32 3.00 2.78 2.32 1.93 2.01 1.67 1.39 1.16

AS1506115 3.41 1.88 1.50 1.25 1.04 1.50 1.20 1.00 0.83 1.25 1.00 0.83 0.70 0.75 0.60 0.50 0.42

AS1506320 4.55 2.52 2.01 1.68 1.40 2.01 1.61 1.34 1.12 1.68 1.34 1.12 0.93 1.01 0.81 0.67 0.56

AS1756513 3.31 2.43 1.94 1.62 1.35 1.94 1.56 1.30 1.08 1.62 1.30 1.08 0.90 0.97 0.78 0.65 0.54

AS1756515 3.80 2.79 2.23 1.86 1.55 2.23 1.79 1.49 1.24 1.86 1.49 1.24 1.03 1.12 0.89 0.74 0.62

AS2007512 3.49 3.00 2.60 2.23 1.86 2.49 2.08 1.79 1.49 2.08 1.73 1.49 1.24 1.25 1.04 0.89 0.74

AS2007614 4.08 3.00 3.00 2.61 2.18 3.00 2.51 2.09 1.74 2.57 2.09 1.74 1.45 1.54 1.25 1.05 0.87

AS2007615 4.36 3.00 3.00 2.79 2.33 3.00 2.68 2.24 1.86 2.79 2.24 1.86 1.55 1.68 1.34 1.12 0.93

AS2007620 5.75 3.00 3.00 3.00 3.00 3.00 3.00 2.95 2.46 3.00 2.95 2.46 2.05 2.21 1.77 1.47 1.23

AS1506320 4.55 1.94 1.55 1.29 1.08 1.55 1.24 1.03 0.86 1.29 1.03 0.86 0.72 0.78 0.62 0.52 0.43

AS1506730 6.84 2.94 2.36 1.96 1.64 2.36 1.88 1.57 1.31 1.96 1.57 1.31 1.09 1.18 0.94 0.79 0.65

AS1756513 3.31 1.87 1.50 1.25 1.04 1.50 1.20 1.00 0.83 1.25 1.00 0.83 0.69 0.75 0.60 0.50 0.42

AS1756515 3.80 2.15 1.72 1.43 1.19 1.72 1.38 1.15 0.95 1.43 1.15 0.95 0.80 0.86 0.69 0.57 0.48

AS1756520 5.01 2.83 2.26 1.89 1.57 2.26 1.81 1.51 1.26 1.89 1.51 1.26 1.05 1.13 0.90 0.75 0.63

AS2007512 3.49 2.44 2.04 1.72 1.43 1.95 1.63 1.38 1.15 1.62 1.36 1.15 0.96 0.97 0.81 0.69 0.57

AS2007614 4.08 3.00 2.42 2.01 1.68 2.42 1.93 1.61 1.34 2.01 1.61 1.34 1.12 1.21 0.97 0.81 0.67

AS2007615 4.36 3.00 2.58 2.15 1.79 2.58 2.07 1.72 1.43 2.15 1.72 1.43 1.20 1.29 1.03 0.86 0.72

AS2007620 5.75 3.00 3.00 2.84 2.36 3.00 2.72 2.27 1.89 2.84 2.27 1.89 1.58 1.70 1.36 1.13 0.95

4.04.044 044 044.044.044.01.16 80 1.2

2.49 1.73 2.60

0 2.69 2 1.87 2.81

0 3.00 2.60 .17 3.00

4.54.544 544 544 544.544.52.19 52 2.28

2.94 .04 3.00

0 2.84 2.37 .97 2.96

00 .72 2.26 3.00

5.05.055 055 055 055.055.01.60 .11 1.67

2.15 1.49 2.23

2.07 73 1.44 2.16

7 2.38 98 65 2 4

5 55.555 555 555 555.555.51.56 08 1.62

1.79 24 1.86

2.08 .49 2.08

0 2.51 .09 1.74 2.57

6.06.066 066 066.066.066 01.20 83 1.25

1.38 0.95 1.43

6 1.81 1.26 1.89

1.63 .38 15 1.62

AS855515 2.39 3.00 3.00 3.00 2.80 3.00 3.00 2.69 2.24 3.00 2.62 2.24 1.87 1.90 1.57 1.35 1.12

AS855820 3.22 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.54 2.68 2.19 1.83 1.52

AS1005712 2.15 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.67 3.00 2.94 2.55 2.22 2.11 1.76 1.53 1.33

AS1005713 2.32 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.94 3.00 3.00 2.83 2.45 2.37 1.96 1.70 1.47

AS1005715 2.66 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.81 2.82 2.33 2.01 1.69

AS1506012 2.74 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS1506013 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS1506115 3.41 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

AS855515 2.39 2.82 2.34 1.95 1.62 2.26 1.87 1.56 1.30 1.88 1.56 1.30 1.08 1.13 0.93 0.78 0.65

AS855820 3.22 3.00 3.00 2.64 2.20 3.00 2.54 2.11 1.76 2.64 2.11 1.76 1.47 1.58 1.27 1.06 0.88

AS1005712 2.15 3.00 2.65 2.32 1.97 2.53 2.12 1.85 1.58 2.11 1.77 1.54 1.32 1.26 1.06 0.93 0.79

AS1005713 2.32 3.00 2.95 2.56 2.13 2.82 2.36 2.05 1.71 2.35 1.96 1.71 1.42 1.41 1.18 1.02 0.85

AS1005715 2.66 3.00 3.00 2.93 2.44 3.00 2.79 2.34 1.95 2.79 2.32 1.95 1.63 1.68 1.39 1.17 0.98

AS1506012 2.74 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.76 2.49 2.17 1.90

AS1506013 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.80 2.43 2.12

AS1756513 3.31 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.85

AS1005712 2.15 2.06 1.74 1.49 1.25 1.65 1.39 1.19 1.00 1.37 1.16 1.00 0.83 0.82 0.70 0.60 0.50

AS1005713 2.32 2.29 1.92 1.61 1.34 1.83 1.54 1.29 1.07 1.52 1.28 1.07 0.90 0.91 0.77 0.64 0.54

AS1005715 2.66 2.71 2.21 1.85 1.54 2.17 1.77 1.48 1.23 1.81 1.48 1.23 1.03 1.08 0.89 0.74 0.62

AS1506012 2.74 3.00 3.00 3.00 3.00 3.00 3.00 2.85 2.51 3.00 2.71 2.37 2.09 1.93 1.63 1.42 1.26

AS1506013 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.79 3.00 3.00 2.65 2.33 2.17 1.82 1.59 1.40

AS1506115 3.41 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.76 2.67 2.22 1.92 1.66

AS1756513 3.31 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.72 2.46 2.14 1.87

AS1756515 3.80 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.62 2.28

LOAD SPAN TABLES BASED ON PROPERTIES TO BS EN 1993-1-3 : 2006

18

Stud fully restrained by robust cladding screw fixed both sides

2.52.522 522 522 522.522.53.00 67 3.00

3.00 .94 3.00

3.00 00 3.00 3.00

0 3 00 00 3.00 3.0

3 53.533 533 533 533.533.51.77 23 1.81

.00 .51 3.00

0 3.00 00 2.79 3.00

3.00 .00 3.00 3.00

3 03.033 033 033 033.033.02.12 .58 2.11

.36 1.71 2.35

0 2.79 34 1.95 2.79

3.00 00 00 3 0

SECTIONREF. kg/m

UNFACTORED WIND LOADS kN/m2

STUD CENTRES

400 500 600 1000

LIMITING DEFLECTION SPAN

200 250 300 360 200 250 300 360 200 250 300 360 200 250 300 360

Load tables are based on the design procedures in BS5950Part 5:1998

Working loads are noted in kN/m2 for the span, centres 400, 500,600 and 1000mm and deflection limitations of span / 200,250,300 and 360. They apply to both pressure and suction forces.

Working loads, noted in kN/m2, apply to lateral wind forces only. A load factor of 1.5 on ultimate capacity has been adopted.

No axial load is included i.e. all sections are non load bearing except for the self weight of lightweight claddings.

All studs are assumed adequately restrained at head and base and are fully restrained by claddings on both flanges.

NOTE: These load tables are provided for guidance and prelimary sizing of studs.

Before final sections are chosen, a detailed design, adopting appropriate load combinations, should be undertaken. Refer to BS EN 1990: 2002 and associated National Annexe.

LOAD TABLES

19

AS1005712 2.15 1.42 1.20 1.00 0.83 1.14 0.96 0.80 0.67 0.95 0.80 0.67 0.56 0.57 0.48 0.40 0.33

AS1005713 2.32 1.57 1.30 1.08 0.90 1.26 1.04 0.86 0.72 1.05 0.86 0.72 0.60 0.63 0.52 0.43 0.36

AS1005715 2.66 1.85 1.48 1.24 1.03 1.48 1.19 0.99 0.82 1.24 0.99 0.82 0.69 0.74 0.59 0.49 0.41

AS1506012 2.74 3.00 2.82 2.48 2.20 2.66 2.26 1.99 1.76 2.22 1.88 1.66 1.47 1.33 1.13 0.99 0.88

AS1506013 2.96 3.00 3.00 2.77 2.40 2.99 2.52 2.21 1.92 2.49 2.10 1.85 1.60 1.49 1.26 1.11 0.96

AS1506115 3.41 3.00 3.00 3.00 2.78 3.00 3.00 2.66 2.22 3.00 2.55 2.22 1.85 1.83 1.53 1.33 1.11

AS1756513 3.31 3.00 3.00 3.00 3.00 3.00 3.00 2.97 2.61 3.00 2.83 2.47 2.17 2.02 1.70 1.48 1.30

AS1756515 3.80 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.64 2.50 2.08 1.81 1.58

AS2007512 3.49 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.98 3.00 3.00 2.85 2.49 2.08 1.97 1.71 1.49

AS1506012 2.74 2.41 2.05 1.81 1.56 1.93 1.64 1.45 1.25 1.61 1.37 1.21 1.04 0.96 0.82 0.73 0.62

AS1506013 2.96 2.70 2.29 2.02 1.68 2.16 1.83 1.61 1.35 1.80 1.53 1.34 1.12 1.08 0.92 0.81 0.67

AS1506115 3.41 3.00 2.76 2.34 1.95 2.63 2.21 1.87 1.56 2.19 1.84 1.56 1.30 1.31 1.10 0.94 0.78

AS1506320 4.55 3.00 3.00 3.00 2.62 3.00 3.00 2.51 2.09 3.00 2.51 2.09 1.74 1.87 1.51 1.26 1.05

AS1756513 3.31 3.00 3.00 2.69 2.38 2.91 2.46 2.16 1.90 2.43 2.05 1.80 1.59 1.46 1.23 1.08 0.95

AS1756515 3.80 3.00 3.00 3.00 2.88 3.00 3.00 2.62 2.30 2.99 2.51 2.19 1.92 1.79 1.50 1.31 1.15

AS2007512 3.49 3.00 3.00 3.00 2.71 3.00 2.84 2.47 2.17 2.74 2.37 2.06 1.81 1.64 1.42 1.24 1.08

AS2007614 4.08 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.72 3.00 2.99 2.59 2.27 2.15 1.79 1.56 1.36

AS1506012 2.74 1.80 1.55 1.36 1.14 1.44 1.24 1.09 0.91 1.20 1.03 0.91 0.76 0.72 0.62 0.55 0.46

AS1506013 2.96 2.02 1.72 1.47 1.23 1.62 1.38 1.18 0.98 1.35 1.15 0.98 0.82 0.81 0.69 0.59 0.49

AS1506115 3.41 2.45 2.05 1.71 1.42 1.96 1.64 1.37 1.14 1.63 1.36 1.14 0.95 0.98 0.82 0.68 0.57

AS1506320 4.55 3.00 2.75 2.29 1.91 2.75 2.20 1.83 1.53 2.29 1.83 1.53 1.27 1.37 1.10 0.92 0.76

AS1756513 3.31 2.72 2.30 2.03 1.80 2.18 1.84 1.62 1.44 1.81 1.54 1.35 1.20 1.09 0.92 0.81 0.72

AS1756515 3.80 3.00 2.81 2.46 2.11 2.67 2.25 1.97 1.69 2.22 1.87 1.64 1.41 1.33 1.12 0.98 0.85

AS2007512 3.49 3.00 2.65 2.32 2.04 2.52 2.12 1.85 1.63 2.10 1.77 1.54 1.36 1.26 1.06 0.93 0.82

AS2007614 4.08 3.00 3.00 2.91 2.55 3.00 2.67 2.33 2.04 2.66 2.23 1.94 1.70 1.59 1.34 1.16 1.02

AS1506115 3.41 1.88 1.54 1.28 1.07 1.50 1.23 1.03 0.86 1.25 1.03 0.86 0.71 0.75 0.62 0.51 0.43

AS1506320 4.55 2.58 2.06 1.72 1.43 2.06 1.65 1.38 1.15 1.72 1.38 1.15 0.96 1.03 0.83 0.69 0.57

AS1756513 3.31 2.09 1.78 1.57 1.38 1.67 1.43 1.26 1.11 1.40 1.19 1.05 0.92 0.84 0.71 0.63 0.55

AS1756515 3.80 2.56 2.16 1.90 1.59 2.05 1.73 1.52 1.27 1.71 1.44 1.27 1.06 1.02 0.87 0.76 0.64

AS2007512 3.49 2.42 2.04 1.79 1.58 1.93 1.63 1.43 1.27 1.61 1.36 1.19 1.05 0.97 0.82 0.72 0.63

AS2007614 4.08 3.00 2.57 2.25 1.97 2.44 2.05 1.80 1.58 2.04 1.71 1.50 1.32 1.22 1.03 0.90 0.79

AS2007615 4.36 3.00 2.84 2.47 2.17 2.70 2.27 1.98 1.74 2.25 1.89 1.65 1.45 1.35 1.13 0.99 0.87

AS2007620 5.75 3.00 3.00 3.00 3.00 3.00 3.00 2.90 2.52 3.00 2.80 2.42 2.10 2.02 1.68 1.45 1.26

AS1506320 4.55 1.99 1.59 1.32 1.10 1.59 1.27 1.06 0.88 1.32 1.06 0.88 0.74 0.79 0.64 0.53 0.44

AS1506730 6.83 3.00 2.41 2.01 1.68 2.41 1.93 1.61 1.34 2.01 1.61 1.34 1.12 1.21 0.96 0.80 0.67

AS1756513 3.31 1.65 1.41 1.25 1.07 1.32 1.13 1.00 0.85 1.10 0.94 0.83 0.71 0.66 0.56 0.50 0.43

AS1756515 3.80 2.01 1.71 1.47 1.22 1.61 1.37 1.17 0.98 1.34 1.14 0.98 0.82 0.80 0.68 0.59 0.49

AS1756520 5.01 2.88 2.32 1.93 1.61 2.30 1.85 1.54 1.29 1.92 1.55 1.29 1.07 1.15 0.93 0.77 0.64

AS2007512 3.49 1.90 1.61 1.42 1.26 1.52 1.29 1.13 1.00 1.27 1.07 0.94 0.84 0.76 0.64 0.57 0.50

AS2007614 4.08 2.40 2.02 1.77 1.57 1.92 1.62 1.42 1.25 1.60 1.35 1.18 1.04 0.96 0.81 0.71 0.63

AS2007615 4.36 2.65 2.23 1.95 1.72 2.12 1.79 1.56 1.38 1.77 1.49 1.30 1.15 1.06 0.89 0.78 0.69

AS2007620 5.75 3.00 3.00 2.85 2.42 3.00 2.63 2.28 1.94 2.63 2.19 1.90 1.62 1.58 1.31 1.14 0.97

5.05.055 055 055.055.055.01.64 14 1.63

2.20 1.53 2.29

1.84 1.44 1.81

7 2.25 .97 .69 2.22

6 06.066 066 066 066.066.0.13 1 1.1

1.37 98 1.34

1.85 1 .29 1.92

1.29 1.13 00 1.27

1 62 2 1 6

5.55.555 555 555.555.555.51.43 11 1.40

1.73 27 1.71

1.63 .27 1.61

4 2.05 .80 1.58 2.04

4.04.044 044 044 044.044.01.19 2 1.

2.26 .76 2.22

9 2.52 2 1.92 2.49

0 3.00 2.66 2.22 3.00

7 3

4.54.544 544 544 544.544.5.83 35 .80

2.21 56 2.19

0 3.00 .09 3.00

2.46 2.16 .90 2.43

00 62 30 2 9

SECTIONREF. kg/m

UNFACTORED WIND LOADS kN/m2

STUD CENTRES

400 500 600 1000

LIMITING DEFLECTION SPAN

200 250 300 360 200 250 300 360 200 250 300 360 200 250 300 360

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